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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />tl2• CLG. BOARD <br />I/2' DRYWALL ---- T'h- <br />SECUIIE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O:C. <br />MAX <br />FM. FLR <br />2X4 WOOD <br />STUDS *24' <br />OL. <br />SLAB <br />NU[r-: `JtUPO IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MOPE <br />THAN I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TUAN ?A' /)/_ <br />(2)TYP. INT. WALL NON—BRG. <br />D 1 SCALE: 3/4' • i'-®' <br />FIBERGLASS SHINGLES <br />OVER w30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905J.1 <br />ON J' 0SJ5. SHEATHING <br />OR p CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPBU`I BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5• DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'"1'-0' <br />SEE ENERGY GODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION — <br />WINDCW ATTAC 4-ENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.G. <br />8' CMU <br />1/2, GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLRL� <br />m <br />,a <br />n W/ WINDOW OPENING <br />ti <br />FIMAGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905JJ <br />ON 0b.13. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION S05.1.1 - FOR ROOF <br />O4 1—STORY HIP BLOCK WALL (2) LAYER I ERUNDERLAYMENT SYSTEM <br />D1 SCALE. 3/4 .P-0 IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6-151 <br />ax wa ew <br />sue <br />..� asr. ray ss w <br />26 GAS LINE THRU BLACK <br />ecnu, vr.r-e <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905J.1 ON il' OSJ5. <br />SHEATHING OR J}' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-O' <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CORNIER SEAD <br />DIpw=%Y TO <br />�t <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS-\ <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENGItD. TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />9TRIICTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSLM BOARD OR 1/L' <br />HIGH STRENGTH CLG. BOARD <br />I/1' THICK, 2 COAT-k-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR,;� <br />8' GMU v <br />a <br />n W/ WINDOW OPENING <br />ti <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OTC. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON J, O.S.S. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />\--2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-0• <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabd-kpg—p com <br />AA #: 0003325 <br />� <br />k <br />is <br />I <br />4a <br />W <br />Q <br />Z <br />sUBDrv. ae Ljotil <br />ABBOTT PARK <br />LOT #4 <br />BLK #8 <br />PROJECT# <br />04181.000-04083 <br />WODE;1408" <br />"DAKOTA" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />A <br />DA�1'E.• 11/25/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />